HomeMy WebLinkAboutTRO4103430.34 (2)P%r-kir-r1 w 1 ►1/1TCC%
VGIYGIRt1L VVIV0 1 RVV 1 1%J11 11V 1 1-%J
1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS.
z
n
N
d-
MI
0
N
N
\
0
w
ry
Ln
Ln
Q0
0
U
0
U
U)
0
0
/
z
ca
/
0
O
Z
0
z
w
cn
w
c)
c�
�O
MA
" STA 17+42.31, 87.68' I
f
.J In I I v/. V v, //. v L "
0 5 10 20 40 60
SCALE IN FEET
CONSTRUCTION NOTES
O MATCH EXISTING.
O5 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F-10.42-00.
RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24.
0 RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA
WEDGE DETAIL, SHEET 24.
-- 11-14-11 SURVEYED: KPG
1�5 WAS 9DRAWN BY: SOD -
_ �o DESIGN BY: JLF
CHECK BY: NM
x
crOsTe��° �� PROJ MGR: JF
�I�NAL ���
NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655dREST01.dwg
POINT LAYOUT TABLE BOW 5
BACK OF SIDEWALK 5
# :
STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
1
15+70.29
54.95' LT
PC
5.00'
2
15+75.14
50.06' LT
PT
3
15+65.26
62.83' LT
PT
27.51'
4
15+79.26
63.19' LT
PC
26.93'
10.00'
5
15+86.40
1 67.10' LT
PRC
26.74'
126.24'
6
15+98.58
1 82.09' LT
PCC
26.47'
POINT LAYOUT TABLE BOW 7
BACK OF SIDEWALK 7
# :
STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
1
17+59.65
63.00' RT
PC
24.63'
50.00'
2
17+75.47
60.65' RT
PRC
24.66'
50.00'
3
17+93.18
58.00' RT
PT T24.70'
]PIC11
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www.kpg.com
POINT LAYOUT TABLE BOW 6
BACK OF SIDEWALK 6
# :
STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
1
17+39.91
90.97' LT
PC
25.55'
21.50'
2
17+32.24
81.99' LT
PCC
25.73'
10.00'
3
1 17+33.49
70.98' LT
PT
26.00'
4
17+41.28
61.34' LT
PC
26.38'
10.00'
5
17+48.58
57.96' LT
PRC
26.56'
POINT LAYOUT TABLE BOW 8
BACK OF SIDEWALK 8
# :
STATION
OFFSET
DESCRIPTION
ELEV.
RADIUS
1
19+65.09
58.00' RT
PC
25.31'
20.00'
2
19+71.85
59.18' RT
PT
25.31'
3
19+82.50
63.00' RT
AP
25.40'
R
CITY OF RENTON
BID
Public Works Department
DOCUMENTS APP PAD FOR CONSTRUCTION
DATE:-'o�
2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE.
3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO
PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT.
4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK
WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS
HOURS.
5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND
SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS
69-79.
6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS
37-54.
7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND 4)1ORK TO Br -
COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES `}EFL,
ALIGNMENT PLANS, SHEETS 81-91.
8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132--141.
9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE
PLANS.
10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS
208-216.
11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS
164-173.
12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER
URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269-281.
13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE
POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS
DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93-103), TYPICAL SECTIONS
(SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81-92), AND PLAN
DIMENSIONS SHOWN.
14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS
POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES,
PROPERTY RESTORATION LEGEND
COMMERCIAL HMA PAVEMENT AREA
° CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT
- PROPERTY LINES
- - - - - - - - SAWCUT LINES
---�- RIGHT OF WAY LINES
EASEMENT LINES T=3430 137
- - - - - - - - APPROXIMATE CONSTRUCTION LIMITS
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
9
EXISTING CONDITIONS
57
SITE PREPARATION & TESC PLAN
71
ALIGNMENT PLAN
83
ALIGNMENT PROFILE
95
DRAINAGE PLANS
106
DRAINAGE PROFILE
115,116
WATER PLAN
134
WATER PROFILE
148
JOINT UTILITY TRENCH PLAN
JOINT UTILITY TRENCH PROFILES
166
182
PROPERTY RESTORATION PLANS
-
CHANNELIZATION & SIGNING PLANT
219
ILLUMINATION PLANS
230
IRRIGATION PLAN
LANDSCAPE PLAN
284
96 �
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
PROPERTY RESTORATION PLANS
STA 15+50 TO STA 20+00
DRAWING NO.
197
PROJECT NO.
TED403430
FED AID NO.
-CM0167 048)
DATE:
NOV 2011
SHEET NO. 197 OF 304